20210555 Ver 1_No National Register Eligible or Listed Archaeological Sites Present PA 17-12-0040_20211129

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NO NATIONAL REGISTER OF HISTORIC PLACES
ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES
PRESENT FORM
This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not
valid for Historic Architecture and Landscapes. You must consult separately with the
Historic Architecture and Landscapes Group.

PROJECT INFORMATION

Project No: Bridge 26 County: Macon
WBS No: 67029.1.1 Document: Minimum Criteria
F.A. No: N/A Funding: State Federal
Federal Permit Required? Yes No Permit Type: NWP#3 or 14

Project Description:
The project calls for the replacement of Bridge No. 26 on NC 106 (Dillard Road) over Middle Creek in
Macon County (Figure 1). The archaeological Area of Potential Effects (APE) for the project is defined
as a 4,350-foot (1,325.88 m) long corridor running 2,130 feet (649.22 m) east and 2,220 feet (676.66 m)
west along NC 106 from the center of Bridge No. 26. The corridor is approximately 500 feet (152.40 m)
wide extending 250 feet (76.20 m) on either side of the road from its present centerline.

SUMMARY OF ARCHAEOLOGICAL FINDINGS
The North Carolina Department of Transportation (NCDOT) Archaeology Group reviewed the subject
project and determined:

There are no National Register listed or eligible ARCHAEOLOGICAL SITES
present within the project’s area of potential effects. (Attach any notes or
documents as needed)
No subsurface archaeological investigations were required for this project.
Subsurface investigations did not reveal the presence of any archaeological
resources.
Subsurface investigations did not reveal the presence of any archaeological resources
considered eligible for the National Register.
All identified archaeological sites located within the APE have been considered and
all compliance for archaeological resources with Section 106 of the National Historic
Preservation Act and GS 121-12(a) has been completed for this project.

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RECOMMENDATION

New South Associates, Inc. conducted an intensive archaeological survey and evaluation for proposed
replacement of Bridge No. 26 in Macon County on May 3 and 4, 2018, under the direction of James
Stewart and the supervision of Shawn Patch (see Figures 1 and 2). During the course of the survey, no
archaeological resources were identified. Based on these results, no further archaeological investigations
are recommended for this project as currently defined. I concur with this recommendation as the
proposed project will not impact significant archaeological resources. However if the project expands
and impacts subsurface areas beyond the defined APE, further archaeological consultations will be
necessary.

SUPPORT DOCUMENTATION
See attached: Map(s) Previous Survey Info Photos Correspondence
Other: Cultural Review
Signed:

6/21/18
C. Damon Jones Date
NCDOT ARCHAEOLOGIST

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Brief description of review activities, results of review, and conclusions:
A site file search was conducted at the Office of State Archaeology (OSA) on January 11, 2018.
No previously recorded sites are recorded within or adjacent to the APE, but six sites
(31MA276-31MA280 and 31MA282) were identified within one mile of the bridge. A review of
the site files shows only one previous archaeological investigation in the region. Conducted by
the U.S. Forest Service, this work included properties north of NC 106 mostly along ridge tops
outside of the current APE (Radisch et al. 1989). Testing consisted of a fire rake survey and no
subsurface testing. Six prehistoric sites (31MA276-31MA280 and 31MA282) were identified,
one (31MA282) of which yielded historic resources as well. These sites were lithic scatters that
were determined not eligible for the National Register of Historic Places (NRHP). According to
the North Carolina State Historic Preservation Office (SHPO) online database (HPOWEB 2018),
there are no known historic architectural resources within the APE that may yield intact
archaeological deposits.
An NCDOT archaeologist also examined topographic maps, USDA soil survey maps, aerial
photographs (NC One Map), historic maps (North Carolina maps website), and the Google Street
View application for information on environmental and cultural variables that may have
contributed to prehistoric or historic settlement within the project limits and to assess the level of
ground disturbance. The 1907 USGS Cowee topographic map was the earliest map in which an
accurate location for the project could be determined. It shows a road with a similar alignment
as NC 106, but Middle Creek is plotted further towards the northeast. This location is probably
incorrect as it does not appear that the creek has been moved during the 20th century. Two
structures are also depicted either within or near the APE, but it appears neither is still standing.
The circa 1910 U.S. Post Office map also depicts the road but with a distorted alignment that is
likely due to the schematic nature of the postal map. The postal map also shows structures
nearby, but outside of the project limits. The 1933 Soil Map for Macon County shows a more
accurate and modern road layout with structures on either side of the bridge (Devereux et. al
1933). Although it is very likely that structures found on these maps are no longer standing,
remains could still be present. NCDOT recommended additional work in the form of a
reconnaissance and field survey to record and evaluate archaeological sites that might be
impacted by the proposed replacement of Bridge 26.
New South Associates, Inc. (New South) conducted an intensive archaeological survey of the
project APE on May 3 and May 4, 2018 (Figure 2). This survey sought to identify and evaluate
archaeological sites for NRHP eligibility according to 36 CFR §60.4 criterion. The survey
included a visual inspection of the entire APE and systematic shovel-testing of areas identified as
having a moderate to high probability for the presence of archaeological sites. These areas
consisted of moderately well-drained and well-drained soils that were not impacted by modern
development and have less than 15 percent slope, according to available LiDAR data.
The Bridge 26 APE encompassed an area of mountainous terrain. The principal road, NC 106,
through the APE was constructed along the side slope of the dominant ridgeline. NC 106 and
Bridge 26 run east to west, while Middle Creek drains to the northwest into the Little Tennessee
River. An unnamed tributary to Middle Creek also falls within the APE. The project area is
mostly covered by a pine and hardwood canopy with some grassy lawns present in residential
properties and open spaces (Figure 3a–c). The understory was mostly composed of
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rhododendron and light-density scrub vegetation. A portion of the project’s APE northwest of
the bridge is owned by the U.S. Forest Service.
Shovel testing of the moderate to high probability areas relied on pre-plotted 15-meter interval
shovel test grids (see Figure 2). Field technicians visited all accessible test locations during the
survey. Test locations plotted in potentially hazardous conditions (e.g., on excessively steep
slopes) were visually inspected from a distance. Excavated tests measured 30-centimeters in
diameter and were excavated to sterile subsoil or impenetrable substrate. All soil was screened
through 0.25-inch mesh hardware cloth for artifact recovery. Shovel test results (including soil
color, texture, depths, and the presence/absence of cultural material) were recorded using
smartphones equipped with a Memento data collection application. Sub-meter Global
Positioning System (GPS) data for selected shovel tests was also collected.
New South technicians examined 362 pre-plotted shovel test locations in the APE (Appendix A;
see Figure 2). Of these, 97 negative tests were excavated. These tests generally revealed 5-25
centimeters of brownish yellow (10YR 6/6) sandy loam overlying yellowish brown (10YR 5/4)
sandy clay subsoil (Figure 4a–c). Several tests revealed three strata. In these, the profiles
generally included five centimeters of grayish brown (10YR 5/2) loam overlying 15 centimeters
of brown (7.5YR 5/4) clayey loam. A 10-centimeter-thick zone of reddish brown (5YR 5/4)
loamy clay subsoil was encountered 20 centimeters below ground surface. The 265 remaining
test locations were not excavated due to the presence of steep slope, surface water, buildings, or
pavement.
Conclusions
New South conducted an intensive archaeological survey of the project’s APE from May 3–4,
2018. Although the APE had the potential for the presence of historic house sites, none of the
locations identified by the map review yielded artifacts or evidence of cultural activity. New
South’s shovel testing and visual inspection of the Bridge 26 APE did not locate any
archaeological resources. No further work is needed. If the project area expands and impacts
subsurface areas beyond what has been defined as the APE, further archaeological studies may
be necessary.

New South Associates, Inc.
James Stewart
Archaeologist

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References Cited

Devereux, Robert, William Davis, and Eugene Goldston
1933 Soil Map for Macon County, North Carolina. U.S. Department of Argiculture,
Government Printing Office, Washington D.C. On file at North Carolina
Collections, University of North Carolina, Chapel Hill.

HPOWEB
2018 North Carolina State Historic Preservation Office GIS Web Service.
http://gisNCDCR.gov/hpoweb/. Accessed February 15, 2018.

Radisch, William H., Rodney J. Snedeker, Michael Harmon, and Robert Noel
1989 Cultural Resources Survey for the Proposed Manning Land Exchange,
Compartments 81 and 83, Highland Ranger District, Nantahala National
Forest, Macon County, North Carolina. United States Forest Service,
Asheville, North Carolina.

United States Geological Survey (USGS)
1907 Cowee. North Carolina-South Carolina, 30-minute quadrangle map. Reprinted
1934.
1970 Rabun Bald. Georgia, 7.5-minute quadrangle map.
1980 Scaly Mountain, North Carolina-Georgia, 7.5-minute quadrangle map.

United States Post Office
c. 1910 Rural Delivery Routes for Macon County, North Carolina. U.S. Post Office
Department, Washington D.C. On file at North Carolina Collections,
University of North Carolina, Chapel Hill.

Figure List
Figure 1. Bridge 26 APE in Macon County
Figure 2. Pre-Plotted Shovel Test Locations
Figure 3. Current Conditions in the Bridge 26 APE
Figure 4. Typical Shovel Tests Profiles in the Bridge 26 APE

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106
246
Copyright:© 2013 National Geographic Society, i-cubed
Sources: USGS Topographic Quadrangle Maps, Scaly Mountain, NC (1980) and Rabun Bald, GA (1970)
Macon County,
North Carolina
00.20.40.1 Miles
0 0.3 0.6 Kilometers
Road
APE
Figure 1. Bridge 26 APE in Macon County
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17-12-0040 Source: ESRI World Imagery (2018)Macon County,North Carolina0300600Feet0 75 150 MetersNot ExcavatedAPEDillardRdRoadNegative ShovelTestFigure 2. Pre-Plotted Shovel Test Locations
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Figure 3. Current Conditions in the Bridge 26 APE
A. Typical Pine and
Hardwood Forest
B. Rhododendron
and Scrub Understory
C. Middle Creek
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Figure 4. Typical Shovel Test Profiles in the Bridge 26 APE
A. Shovel Test 963
B. Shovel Test 539
C. Shovel Test 184

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Appendix A: Shovel Test Log

STP ID Results Stratum Description
14 Not Excavated - >15 degree slope
15 Not Excavated - >15 degree slope
16 Not Excavated - >15 degree slope
17 Not Excavated - >15 degree slope
18 Not Excavated - >15 degree slope
19 Not Excavated - >15 degree slope
20 Not Excavated - >15 degree slope
21 Not Excavated - >15 degree slope
22 Not Excavated - >15 degree slope
23 Not Excavated - >15 degree slope
24 Not Excavated - >15 degree slope
25 Not Excavated - >15 degree slope
31 Not Excavated - Gravel Access Road
32 Negative I (blank)
51 Not Excavated - Artificial Surface Over Drainage
54 Not Excavated - Surface Water
55

Negative I 0-10 10R3/4 Dusky Red
II 10-20 7.5YR3/1 Very Dark Gray Silty Clay
56

Negative I 0-5 10R3/2 Dusky Red
II 5-15 5YR3/1 Very Dark Gray Loam
III 15-25 5YR7/6 Reddish Yellow Clay
57 Not Excavated - >15 degree slope
58 Not Excavated - >15 degree slope
59 Not Excavated - >15 degree slope
60 Not Excavated - >15 degree slope
62 Not Excavated - >15 degree slope
64

Negative I 0-15 7.5YR4/2 Brown Loam
II 15-20 10R3/2 Dusky Red
III 20-35 10YR4/2 Dark Grayish Brown Clay Loam
65

Negative I 0-10 7.5YR4/2 Brown Clay
II 10-15 10YR4/2 Dark Grayish Brown Loam
III 15-25 10YR5/2 Grayish Brown Clay
66 Not Excavated - >15 degree slope
69 Not Excavated - >15 degree slope
70

Negative I 0-15 10YR4/2 Dark Grayish Brown Clay Loam
II 15-15 2.5YR5/3 Reddish Brown Clay
78 Not Excavated - >15 degree slope
79 Not Excavated - >15 degree slope
80 Not Excavated - >15 degree slope
81 Not Excavated - Stp In River
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STP ID Results Stratum Description
82 Not Excavated - Stp In River
98 Not Excavated - >15 degree slope
99 Not Excavated - >15 degree slope
100 Not Excavated - >15 degree slope
101 Not Excavated - >15 degree slope
102 Not Excavated - >15 degree slope
103 Not Excavated - >15 degree slope
104 Not Excavated - >15 degree slope
105 Not Excavated - >15 degree slope
106 Not Excavated - >15 degree slope
107 Not Excavated - >15 degree slope
111 Not Excavated - >15 degree slope
112 Not Excavated - >15 degree slope
120

Negative I 0-30 10YR3/4 Dark Yellowish Brown Loamy Sand
II 30-33 10YR3/4 Dark Yellowish Brown Sand
121

Negative I 0-23 10YR5/4 Yellowish Brown Sandy Loam
II 23-30 7.5YR5/8 Strong Brown Clay Silt
122 Not Excavated - Fenced Garden Area
123 Not Excavated - Bamboo Thickett, See Photo For209
129

Negative I 0-15 7.5YR3/2 Dark Brown Silty Loam
II 15-25 5YR4/1 Dark Gray Silt
135 Not Excavated - >15 degree slope
136 Not Excavated - >15 degree slope
137 Not Excavated - Stp In Stream
138 Not Excavated - Surface Water
139 Not Excavated - Surface Water
140 Not Excavated - Surface Water
141 Not Excavated - Surface Water
142 Not Excavated - Surface Water
143 Not Excavated - Surface Water
144 Not Excavated - Surface Water
145 Not Excavated - Surface Water
146 Not Excavated - Surface Water
149 Not Excavated - Surface Water
150 Not Excavated - Surface Water
152 Not Excavated - Surface Water
153 Not Excavated - Surface Water
155

Negative I 0-20 10YR5/2 Grayish Brown Loam
II 20-25 2.5Y6/1 Gray Clay
III 25-35 2.5YR5/1 Reddish Gray Clay
156

Negative I 0-15 7.5YR3/3 Dark Brown Clay Loam
II 15-15 7.5YR3/4 Dark Brown Clay
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STP ID Results Stratum Description
157 Not Excavated -
St Would Be In The Stream, Most Of The Terraced Area For
The Structure Is Southeast Of Survey Area
159 Not Excavated - >15 degree slope
160 Not Excavated - >15 degree slope
161 Not Excavated - >15 degree slope
162 Not Excavated - >15 degree slope
163 Not Excavated - >15 degree slope
164 Not Excavated - >15 degree slope
170 Not Excavated - Slope, Garage, And Gravel.
177 Not Excavated - Surface Water
182 Not Excavated - Building
184

Negative I 0-19 5YR3/4 Dark Reddish Brown Silty Loam
II 19-28 2.5YR3/6 Dark Red Clay
185 Not Excavated - >15 degree slope
186 Not Excavated - >15 degree slope
187 Not Excavated - >15 degree slope
188 Not Excavated - >15 degree slope
189 Not Excavated - >15 degree slope
190 Not Excavated - >15 degree slope
191 Not Excavated - Surface Water
195 Not Excavated - >15 degree slope
196 Not Excavated - >15 degree slope
197 Not Excavated - >15 degree slope
198 Not Excavated - >15 degree slope
206 Not Excavated - >15 degree slope
208

Negative I 0-32 5YR5/4 Reddish Brown Loamy Silt
II 32-40 7.5YR5/8 Strong Brown Sand
209 Not Excavated - Building
211 Not Excavated - Surface Water
218 Not Excavated - (blank)
226 Not Excavated - Construction Disturbance
227 Not Excavated - >15 degree slope
228 Not Excavated - >15 degree slope
229 Not Excavated - >15 degree slope
230 Not Excavated - >15 degree slope
231 Not Excavated - >15 degree slope
233 Not Excavated - >15 degree slope
234 Not Excavated - >15 degree slope
235 Not Excavated - >15 degree slope
236 Not Excavated - >15 degree slope
237 Not Excavated - >15 degree slope
238 Not Excavated - >15 degree slope
239 Not Excavated - >15 degree slope
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STP ID Results Stratum Description
240 Not Excavated - >15 degree slope
241 Not Excavated - >15 degree slope
244 Not Excavated - Disturbed. Field Road
245 Not Excavated - >15 degree slope
246 Negative I 0-15 10YR4/3 Brown Silty Loam
247 Negative I 0-13 10YR4/3 Brown Silty Loam
248 Not Excavated - >15 degree slope
249 Negative I 0-38 10YR5/6 Yellowish Brown Sandy Loam
252 Not Excavated - >15 degree slope
253 Not Excavated - >15 degree slope
254

Negative I 0-45 10R6/6 Light Red Sandy Clay Loam
II 45-51 10YR5/8 Yellowish Brown Sandy Clay
255 Not Excavated - Slope Grading And Propane Tank Buried Utilities.
263 Not Excavated - Surface Water
271 Not Excavated - >15 degree slope
272 Not Excavated - >15 degree slope
273 Not Excavated - >15 degree slope
274 Not Excavated - >15 degree slope
275 Not Excavated - >15 degree slope
276 Not Excavated - >15 degree slope
277 Not Excavated - Drainage Area
282 Not Excavated - >15 degree slope
286 Not Excavated - >15 degree slope
287 Not Excavated - >15 degree slope
288 Not Excavated - >15 degree slope
289 Not Excavated - >15 degree slope
295 Not Excavated - Construction Berm/Access Road
296 Negative I 0-35 5YR4/3 Reddish Brown Silty Loam
297

Negative I 0-21 10YR4/4 Dark Yellowish Brown Loamy Sand
II 21-31 10YR6/3 Pale Brown Sand
299 Not Excavated - Surface Water
304 Not Excavated - Paved
305 Not Excavated - Bedrock Adjacent To Driveway
311 Not Excavated - (blank)
312 Not Excavated - Construction Disturbance
319 Not Excavated - Access Road
320 Not Excavated - Access Road
321 Not Excavated - Access Road
322 Not Excavated - Access Road
323 Not Excavated - Access Road
324 Not Excavated - Access Road
325 Not Excavated - Disturbed. Field Road
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STP ID Results Stratum Description
326 Not Excavated - Disturbed. Field Road
327 Not Excavated - >15 degree slope
334 Not Excavated - >15 degree slope
342

Negative I 0-20 7.5YR4/2 Brown Sandy Loam
II 20-30 5YR4/3 Reddish Brown Sandy Clay
343 Not Excavated - Road Side Ditch. Slope. Gravel
350

Negative I 0-5 10YR6/2 Light Brownish Gray Clay Loam
II 5-15 10YR5/4 Yellowish Brown Sandy Clay
351

Negative I 0-5 10YR6/2 Light Brownish Gray Clay Loam
II 5-15 10YR5/4 Yellowish Brown Sandy Clay
353 Negative I 0-18 10YR4/4 Dark Yellowish Brown Silty Loam
360 Not Excavated - >15 degree slope
361 Not Excavated - >15 degree slope
362 Not Excavated - >15 degree slope
365

Negative I 0-5 10YR5/2 Grayish Brown Sandy Loam
II 5-15 10YR5/4 Yellowish Brown Sandy Clay
368

Negative I 0-5 7.5YR3/3 Dark Brown Silty Clay Loam
II 5-20 10YR4/2 Dark Grayish Brown Clay Loam
III 20-30 10YR5/2 Grayish Brown Sandy Loam
369 Not Excavated - >15 degree slope
375 Not Excavated - >15 degree slope
376 Not Excavated - >15 degree slope
420 Not Excavated - >15 degree slope
521 Not Excavated - Paved
522 Not Excavated - Gravel Drive And Slope
523 Not Excavated - >15 degree slope
529 Negative I 0-15 5YR4/3 Reddish Brown Sandy Clay
531 Not Excavated - >15 degree slope
532 Not Excavated - >15 degree slope
536

Negative I 0-11 10YR6/6 Brownish Yellow Sandy Clay Loam
II 11-18 10YR5/8 Yellowish Brown Sandy Clay
537

Negative I 0-21 10YR6/6 Brownish Yellow Sandy Clay Loam
II 21-26 10YR5/8 Yellowish Brown Clay Sand
539

Negative I 0-35 10YR6/6 Brownish Yellow Sandy Loam
II 35-42 10YR8/6 Yellow Clay Sand
540

Negative I 0-23 10YR6/6 Brownish Yellow Sandy Loam
II 23-30 2.5Y2.5/1 Black Clay Sand
541 Not Excavated - >15 degree slope
544 Not Excavated - >15 degree slope
559 Not Excavated - >15 degree slope
560

Negative I 0-41 10YR6/6 Brownish Yellow Sandy Clay Loam
II 41-46 10YR5/8 Yellowish Brown Sandy Clay
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STP ID Results Stratum Description
562 Not Excavated - Surface Water
564 Not Excavated - >15 degree slope
570 Not Excavated - >15 degree slope
575 Negative I >15 degree slope
605 Not Excavated - Surface Water
606 Not Excavated - >15 degree slope
607

Negative I 0-10 7.5YR3/2 Dark Brown Sandy Clay
II 10-20 5YR3/2 Dark Reddish Brown Clay
608 Not Excavated - >15 degree slope
609 Not Excavated - >15 degree slope
611 Not Excavated - Paved
616 Not Excavated - >15 degree slope
619 Not Excavated - >15 degree slope
622 Not Excavated - >15 degree slope
623 Not Excavated - >15 degree slope
624 Not Excavated - >15 degree slope
625 Not Excavated - >15 degree slope
626

Negative I 0-65 7.5YR4/2 Brown Sandy Loam
II 65-80 7.5YR4/3 Brown Sandy Clay
627

Negative I 0-40 7.5YR4/2 Brown Sandy Loam
II 40-50 5YR4/3 Reddish Brown Sandy Clay
628 Not Excavated - >15 degree slope
629 Negative I 0-80 7.5YR4/2 Brown Sandy Loam
630

Negative I 0-60 7.5YR6/3 Light Brown Sandy Loam
II 60-70 5YR6/3 Light Reddish Brown Sandy Clay
634 Not Excavated - >15 degree slope
635 Not Excavated - >15 degree slope
636 Not Excavated - >15 degree slope
637 Not Excavated - >15 degree slope
638 Not Excavated - >15 degree slope
639 Not Excavated - >15 degree slope
640 Not Excavated - >15 degree slope
644 Not Excavated - >15 degree slope
648 Not Excavated - >15 degree slope
649 Not Excavated - >15 degree slope
651

Negative I 0-30 7.5YR4/2 Brown Sandy Loam
II 30-40 5YR5/3 Reddish Brown Sandy Clay
654 Not Excavated - >15 degree slope
658 Not Excavated - >15 degree slope
659 Not Excavated - >15 degree slope
680

Negative I 0-17 10YR6/6 Brownish Yellow Loamy Sand
II 17-41 10YR5/8 Yellowish Brown Sand
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STP ID Results Stratum Description
681

Negative I 0-11 10YR6/6 Brownish Yellow Sandy Loam
II 11-17 10YR5/8 Yellowish Brown Sand
683

Negative I 0-12 10YR6/6 Brownish Yellow Sandy Loam
II 12-17 10YR5/8 Yellowish Brown Clay Sand
687

Negative I 0-17 7.5YR5/3 Brown Silty Loam
II 17-23 7.5YR5/8 Strong Brown Clay Silt
694

Negative I 0-20 7.5YR3/2 Dark Brown Sandy Loam
II 20-30 5YR3/2 Dark Reddish Brown Sandy Clay
695

Negative I 0-15 7.5YR3/2 Dark Brown Sandy Loam
II 15-25 5YR3/2 Dark Reddish Brown Sandy Clay
696 Not Excavated - >15 degree slope
697 Not Excavated - >15 degree slope
698 Not Excavated - >15 degree slope
699

Negative I 0-15 7.5YR3/2 Dark Brown Sandy Loam
II 15-25 5YR3/2 Dark Reddish Brown Sandy Clay
700

Negative I 0-15 7.5YR3/2 Dark Brown Sandy Loam
II 15-25 5YR3/2 Dark Reddish Brown Clay
701

Negative I 0-13 10YR6/6 Brownish Yellow Sandy Clay Loam
II 13-19 10YR5/8 Yellowish Brown Loam
704 Not Excavated - >15 degree slope
705 Not Excavated - >15 degree slope
706 Not Excavated - >15 degree slope
708 Not Excavated - >15 degree slope
709 Not Excavated - >15 degree slope
711 Not Excavated - >15 degree slope
712 Not Excavated - >15 degree slope
713 Not Excavated - >15 degree slope
716 Not Excavated - >15 degree slope
718 Not Excavated - >15 degree slope
719 Not Excavated - >15 degree slope
720 Not Excavated - >15 degree slope
721 Not Excavated - >15 degree slope
722 Not Excavated - >15 degree slope
723 Not Excavated - >15 degree slope
724 Not Excavated - >15 degree slope
725 Not Excavated - >15 degree slope
726 Not Excavated - >15 degree slope
727 Not Excavated - >15 degree slope
728 Not Excavated - >15 degree slope
729 Not Excavated - >15 degree slope
731 Not Excavated - >15 degree slope
732 Not Excavated - >15 degree slope
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STP ID Results Stratum Description
733 Not Excavated - >15 degree slope
734 Not Excavated - (blank)
736 Not Excavated - >15 degree slope
742

Negative I 0-39 10YR6/6 Brownish Yellow Sandy Clay Loam
II 39-44 10R5/8 Red Sandy Clay
743 Not Excavated - >15 degree slope
744 Not Excavated - >15 degree slope
745 Not Excavated - >15 degree slope
746 Not Excavated - >15 degree slope
747 Not Excavated - >15 degree slope
748 Not Excavated - >15 degree slope
749 Not Excavated - >15 degree slope
750 Not Excavated - >15 degree slope
767

Negative I 0-8 10YR6/6 Brownish Yellow Sandy Loam
II 8-15 10YR8/6 Yellow Sand
768

Negative I 0-12 10YR8/6 Yellow Sandy Loam
II 12-28 10YR8/6 Yellow Sand
769

Negative I 0-10 10YR6/6 Brownish Yellow Sandy Loam
II 10-18 10YR8/6 Yellow Sand
770

Negative I 0-17 10YR6/6 Brownish Yellow Sandy Loam
II 17-23 10YR8/6 Yellow Sand
772

Negative I 0-10 10YR6/6 Brownish Yellow Sandy Loam
II 10-17 10YR5/8 Yellowish Brown Sand
III 10-17 10YR5/8 Yellowish Brown Sand
773

Negative I 0-9 10YR6/6 Brownish Yellow Sandy Loam
II 9-15 10YR5/8 Yellowish Brown Sand
III 9-15 10YR5/8 Yellowish Brown Sand
774 Negative I 0-4 10YR6/8 Brownish Yellow Sandy Loam
775

Negative I 0-16 10YR6/6 Brownish Yellow Sandy Loam
II 16-23 10YR8/6 Yellow Sand
776

Negative I 0-20 7.5YR3/2 Dark Brown Sandy Loam
II 20-30 10YR7/3 Very Pale Brown Sand
777

Negative I 0-5 10YR4/2 Dark Grayish Brown Loam
II 5-15 7.5YR6/3 Light Brown Loam
III 15-20 2.5YR4/3 Reddish Brown Loamy Clay
778 Not Excavated -
Cinder Block Pile, Blocks Were Used For Small Garden
Plot/Arbor
779

Negative I 0-20 7.5YR6/3 Light Brown Loam
II 20-40 2.5Y6/2 Light Brownish Gray Loamy Silt
III 40-50 2.5YR7/3 Light Reddish Brown Silty Clay
786

Negative I 0-26 10YR6/6 Brownish Yellow Sandy Clay Loam
II 26-32 10YR5/8 Yellowish Brown Sandy Clay
787 Not Excavated - >15 degree slope
Project Tracking No.:
“NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT”
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
18 of 20
17-12-0040
STP ID Results Stratum Description
788 Not Excavated - >15 degree slope
789

Negative I 0-5 10YR5/8 Yellowish Brown Sandy Clay Loam
II 5-11 10YR5/8 Yellowish Brown Sandy Clay
790 Negative I (blank)
791

Negative I 0-16 10YR5/8 Yellowish Brown Sandy Clay Loam
II 16-21 10YR8/6 Yellow Clay
794

Negative I 0-25 7.5YR5/2 Brown Sandy Loam
II 25-35 5YR3/2 Dark Reddish Brown Sandy Clay
795

Negative I 0-10 10YR3/3 Dark Brown Sandy Loam
II 10-20 5YR3/2 Dark Reddish Brown Clay
796

Negative I 0-33 10YR2/2 Very Dark Brown Sandy Loam
II 33-39 10YR5/8 Yellowish Brown Clay
797

Negative I 0-15 7.5YR3/2 Dark Brown Sandy Loam
II 15-25 5YR3/2 Dark Reddish Brown Sandy Clay
798

Negative I 0-15 10YR6/6 Brownish Yellow Sandy Clay Loam
II 15-23 10YR5/8 Yellowish Brown Sandy Clay
799 Not Excavated - >15 degree slope
800 Not Excavated - >15 degree slope
801 Not Excavated - >15 degree slope
802 Not Excavated - >15 degree slope
803 Not Excavated - >15 degree slope
804 Not Excavated - >15 degree slope
805 Not Excavated - >15 degree slope
806 Not Excavated - >15 degree slope
807 Not Excavated - >15 degree slope
808 Not Excavated - >15 degree slope
809 Not Excavated - >15 degree slope
810 Not Excavated - >15 degree slope
811 Not Excavated - >15 degree slope
812 Not Excavated - >15 degree slope
813 Not Excavated - >15 degree slope
814 Not Excavated - >15 degree slope
815 Not Excavated - >15 degree slope
817 Not Excavated - >15 degree slope
818 Not Excavated - >15 degree slope
824 Not Excavated - >15 degree slope
833 Not Excavated - >15 degree slope
837 Not Excavated - >15 degree slope
839 Not Excavated - >15 degree slope
843 Not Excavated - >15 degree slope
848 Not Excavated - >15 degree slope
850 Negative I 0-24 10YR6/6 Brownish Yellow Sandy Loam
Project Tracking No.:
“NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT”
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
19 of 20
17-12-0040
STP ID Results Stratum Description
II 24-30 10YR5/8 Yellowish Brown Sandy Clay
851

Negative I 0-23 10YR6/6 Brownish Yellow Sandy Loam
II 23-30 10YR5/8 Yellowish Brown Sandy Clay
853

Negative I 0-17 10R6/6 Light Red Sandy Loam
II 17-23 10YR5/8 Yellowish Brown Sandy Clay
854

Negative I 0-10 10YR6/6 Brownish Yellow Sandy Loam
II 10-17 10YR8/6 Yellow Sand
855

Negative I 0-20 7.5YR3/2 Dark Brown Sandy Loam
II 20-30 7.5YR6/3 Light Brown Sandy Clay
856

Negative I 0-18 10YR6/6 Brownish Yellow Sandy Loam
II 18-25 10YR8/6 Yellow Sand
862 Not Excavated - >15 degree slope
863

Negative I 0-21 10YR6/6 Brownish Yellow Sandy Loam
II 21-30 10YR5/8 Yellowish Brown Clay Sand
864

Negative I 0-25 7.5YR4/4 Brown Silty Loam
II 25-33 7.5YR5/8 Strong Brown Clay Silt
865

Negative I 0-9 10YR6/6 Brownish Yellow Sandy Loam
II 9-13 10YR8/6 Yellow Sand
866

Negative I 0-20 7.5YR4/2 Brown Sandy Loam
II 20-30 7.5YR6/3 Light Brown Sand
867 Negative I 0-25 7.5YR4/2 Brown Sandy Loam
868 Negative I 0-8 10YR4/3 Brown Sandy Loam
869

Negative I 0-15 10YR3/3 Dark Brown Sandy Loam
II 15-25 7.5YR4/6 Strong Brown Sandy Clay
870 Not Excavated - Building
871

Negative I 0-3 10YR3/3 Dark Brown Sandy Loam
II 3-10 7.5YR6/3 Light Brown Sandy Clay
872

Negative I 0-10 10YR3/3 Dark Brown Sandy Clay
II 10-30 7.5YR6/3 Light Brown Sandy Clay
III 30-40 5YR4/3 Reddish Brown Clay
873

Negative I 0-30 7.5YR6/3 Light Brown Sandy Loam
II 30-40 10YR3/3 Dark Brown Clay
876 Not Excavated - >15 degree slope
877 Not Excavated - >15 degree slope
878

Negative I 0-12 10YR6/6 Brownish Yellow Sandy Clay Loam
II 12-17 10YR5/8 Yellowish Brown Sandy Clay
879 Not Excavated - >15 degree slope
880 Not Excavated - >15 degree slope
884 Not Excavated - Building
887

Negative I 0-25 10YR3/3 Dark Brown Sandy Loam
II 25-35 5YR3/2 Dark Reddish Brown Sandy Clay
888 Not Excavated - >15 degree slope
Project Tracking No.:
“NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT”
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
20 of 20
17-12-0040
STP ID Results Stratum Description
889 Not Excavated - >15 degree slope
890 Not Excavated - >15 degree slope
891 Not Excavated - >15 degree slope
892 Not Excavated - >15 degree slope
893 Not Excavated - >15 degree slope
894 Not Excavated - >15 degree slope
895 Not Excavated - >15 degree slope
896 Not Excavated - >15 degree slope
897 Not Excavated - >15 degree slope
898 Not Excavated - >15 degree slope
899 Not Excavated - >15 degree slope
900 Not Excavated - >15 degree slope
907 Not Excavated - >15 degree slope
908 Not Excavated - >15 degree slope
930

Negative I 0-10 7.5YR3/2 Dark Brown Sandy Loam
II 10-20 7.5YR5/6 Strong Brown Sandy Clay
939 Not Excavated - >15 degree slope
940

Negative I 0-20 7.5YR3/3 Dark Brown Sandy Loam
II 20-30 7.5YR4/6 Strong Brown Sandy Clay
941

Negative I 0-30 7.5YR3/2 Dark Brown Sandy Loam
II 30-40 7.5YR4/6 Strong Brown Sandy Clay
943

Negative I 0-15 7.5YR4/2 Brown Sandy Loam
II 15-30 5YR4/3 Reddish Brown Sandy Clay Loam
952 Not Excavated - >15 degree slope
953

Negative I 0-26 10YR6/6 Brownish Yellow Sandy Loam
II 26-33 10YR5/8 Yellowish Brown Sandy Clay
954

Negative I 0-30 10YR3/3 Dark Brown Sandy Loam
II 30-40 7.5YR6/3 Light Brown Sandy Clay
960

Negative I 0-5 10YR4/2 Dark Grayish Brown Clay Loam
II 5-15 10YR5/2 Grayish Brown Clay
961

Negative I 0-10 10YR5/2 Grayish Brown Clay Loam
II 10-20 7.5YR4/2 Brown Sand
962

Negative I 0-10 10YR4/2 Dark Grayish Brown Loam
II 10-20 10YR4/2 Dark Grayish Brown Clay
963

Negative I 0-5 10YR5/2 Grayish Brown Loam
II 5-20 7.5YR4/2 Brown Clay Loam
III 20-30 5YR5/4 Reddish Brown Loamy Clay
JWK-
Judgmental

Negative I 0-23 10YR3/4 Dark Yellowish Brown Sandy Loam
II 23-34 10YR6/4 Light Yellowish Brown Sand